Bridge Statistics for Lake Wales, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 55m180ftTotal length
- 173,200Total average daily traffic
- 27,139Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lake Wales
- No street view available for this location
- 81960-1969
- 22000-2009
Bridge Condition - Superstructure
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Structure Number: 160018, Location: INTERSECT OF SR60 US27 (Lat: 27.897778, Lng: -81.599722), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 9,200 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 15,962 (year 2034), Design Load: HS 20, Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.284, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 14, Other Special Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160018, Location: INTERSECT OF SR60 US27 (Lat: 27.897778, Lng: -81.599722), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 9,200 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 15,962 (year 2034), Design Load: HS 20, Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.284, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 14, Other Special Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160038, Location: 1.2 MI EAST OF US-27 (Lat: 27.894331, Lng: -81.581417), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 24,000 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 30,000 (year 2034), Design Load: HS 20, Features Intersected: ALT. US-27 (SR-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160038, Location: 1.2 MI EAST OF US-27 (Lat: 27.894331, Lng: -81.581417), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 24,000 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 30,000 (year 2034), Design Load: HS 20, Features Intersected: ALT. US-27 (SR-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160134, Location: INTERSECT US-27 AND SR-60 (Lat: 27.897500, Lng: -81.599722), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 18,400 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 23,000 (year 2034), Design Load: HS 20, Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.286, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160134, Location: INTERSECT US-27 AND SR-60 (Lat: 27.897500, Lng: -81.599722), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 18,400 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 23,000 (year 2034), Design Load: HS 20, Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.286, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160313, Location: 16.4 MI E/O SR-27 (Lat: 27.838914, Lng: -81.352694), Route carried "on" structure: State highway 60, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,200 (year 2014), Truck Traffic: 33%, Average Future Daily Traffic: 9,000 (year 2034), Design Load: HS 20, Features Intersected: TIGER LAKE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.367, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 14, Underwater Inspection Date: Febuary 14
Structure Number: 160313, Location: 16.4 MI E/O SR-27 (Lat: 27.838914, Lng: -81.352694), Route carried "on" structure: State highway 60, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,200 (year 2014), Truck Traffic: 33%, Average Future Daily Traffic: 9,000 (year 2034), Design Load: HS 20, Features Intersected: TIGER LAKE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.367, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 14, Underwater Inspection Date: Febuary 14
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Structure Number: 160345, Location: 0.5 MI N/O SR-60 (Lat: 27.905194, Lng: -81.600917), Route carried "on" structure: US 27, Year Built: 2008, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 28,000 (year 2014), Truck Traffic: 13%, Average Future Daily Traffic: 35,000 (year 2034), Features Intersected: CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.806, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.9m (91.5ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 27.9m (91.5ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 14, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160345, Location: 0.5 MI N/O SR-60 (Lat: 27.905194, Lng: -81.600917), Route carried "on" structure: US 27, Year Built: 2008, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 28,000 (year 2014), Truck Traffic: 13%, Average Future Daily Traffic: 35,000 (year 2034), Features Intersected: CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.806, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.9m (91.5ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 27.9m (91.5ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 14, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160951, Location: 1.3 MI E/O US-27 (Lat: 27.893944, Lng: -81.580250), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 21,500 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 26,875 (year 2034), Design Load: HS 20, Features Intersected: CSX R/R & PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160951, Location: 1.3 MI E/O US-27 (Lat: 27.893944, Lng: -81.580250), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 21,500 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 26,875 (year 2034), Design Load: HS 20, Features Intersected: CSX R/R & PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 14, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160018, Location: INTERSECT OF SR60 US27 (Lat: 27.897778, Lng: -81.599722), Route carried "under" structure: US 27, Year Built: 1966, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 29,500 (year 2014), Truck Traffic: 11%, Features Intersected: US-27 (SR-25), Facility Carried by Structure: SR-60 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 160018, Location: INTERSECT OF SR60 US27 (Lat: 27.897778, Lng: -81.599722), Route carried "under" structure: US 27, Year Built: 1966, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 29,500 (year 2014), Truck Traffic: 11%, Features Intersected: US-27 (SR-25), Facility Carried by Structure: SR-60 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 160038, Location: 1.2 MI EAST OF US-27 (Lat: 27.894331, Lng: -81.581417), Route carried "under" structure: Alternate US 27, Year Built: 1966, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 4%, Features Intersected: ALT. US-27 (SR-17), Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 30.183, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 160038, Location: 1.2 MI EAST OF US-27 (Lat: 27.894331, Lng: -81.581417), Route carried "under" structure: Alternate US 27, Year Built: 1966, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 3,700 (year 2014), Truck Traffic: 4%, Features Intersected: ALT. US-27 (SR-17), Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 30.183, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 160134, Location: INTERSECT US-27 AND SR-60 (Lat: 27.897500, Lng: -81.599722), Route carried "under" structure: US 27, Year Built: 1966, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 29,500 (year 2014), Truck Traffic: 14%, Features Intersected: US-27 (SR-25), Facility Carried by Structure: SR-60 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 3.027, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 160134, Location: INTERSECT US-27 AND SR-60 (Lat: 27.897500, Lng: -81.599722), Route carried "under" structure: US 27, Year Built: 1966, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 29,500 (year 2014), Truck Traffic: 14%, Features Intersected: US-27 (SR-25), Facility Carried by Structure: SR-60 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 3.027, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 160951, Location: 1.3 MI E/O US-27 (Lat: 27.893944, Lng: -81.580250), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 2,200 (year 2014), Truck Traffic: 15%, Features Intersected: CSX R/R & PALM AVE, Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.352, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 160951, Location: 1.3 MI E/O US-27 (Lat: 27.893944, Lng: -81.580250), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 2,200 (year 2014), Truck Traffic: 15%, Features Intersected: CSX R/R & PALM AVE, Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.352, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
